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PINE ST-BOREN AVE over I-5

Map

Coordinates:
+47.61462, -122.32956
47°36'53" N, 122°19'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PINE ST-BOREN AVE over I-5
Structure number:0007409D0000000
Location:1.6 N JCT I-90
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:122.1 ft. [37.2 m]
Total length:825.2 ft. [251.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:10
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,603 [as of 2002]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:50.9 tons [46.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:80.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$17,490,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201780.0FairSatisfactoryGoodGoodFO18603
April 201579.8FairSatisfactoryGoodGoodFO18603
October 201379.8FairSatisfactoryGoodGoodFO18603
October 201178.7FairSatisfactoryGoodGoodFO25000
October 200978.7FairSatisfactoryGoodGoodFO25000
November 200778.7FairSatisfactorySatisfactoryGoodFO25000
October 200578.7FairSatisfactorySatisfactoryGoodFO25000
December 200378.7FairSatisfactorySatisfactoryGoodFO25000
November 200178.7FairSatisfactorySatisfactoryGoodFO25000
September 199980.3FairSatisfactorySatisfactoryGoodFO9560
June 199780.3FairSatisfactorySatisfactoryGoodFO9560
July 199571.5FairSatisfactorySatisfactoryGoodFO9560
June 199390.3FairSatisfactorySatisfactoryGood-4095
April 199189.3FairSatisfactorySatisfactoryGood-4095

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.1,0441,044000
Deck
Reinforced Concrete Decksq. ft.50,11250,105502
Substructure
Reinforced Concrete Columneach1919000
Reinforced Concrete Abutmentlinear ft.250250000
Joints
Pourable Jointlinear ft.9609600
Compression Jointlinear ft.27001351350
Open Jointlinear ft.9609600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,8441,8280160